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Page 5586, results 139626 - 139650

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Publication Extents

Not all publications have extents, not all extents are completely accurate
Analyses of Pakistan coals
Edwin R. Landis, J.A. Reinemund, G.C. Cone, D.P. Schlick, William Kebblish
1973, Open-File Report 73-150
No abstract available. ...
Water resources data for Wyoming, water year 1972; part 1, surface water records
Water Resources Division, U.S. Geological Survey
1973, Water Data Report WY-72-1
Surface-water records for the 1972 water year for Wyoming, including records of streamflow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites, are given in this report. The locations of the gaging stations and partial-record stations are shown in figures 1 and 2. Records for a few pertinent...
Preparative free-flow electrophoresis as a method of fractionation of natural organic materials
J.A. Leenheer, Ronald L. Malcolm
1973, Water Supply Paper 1817-D
Preparative free-flow electrophoresis was found to be an efficient method of conducting large-scale fractionations of the natural organic polyelectrolytes occurring in many surface waters and soils. The method of free-flow electrophoresis obviates, the problem of adsorption upon a supporting medium and permits the use of high potential gradients and currents...
Effects of the May 5-6, 1973, storm in the Greater Denver area, Colorado
Wallace R. Hansen
1973, Circular 689
Rain began falling on the Greater Denver area the evening of Saturday, May 5, 1973, and continued through most of Sunday, May 6. Below about 7,000 feet altitude, the precipitation was mostly rain; above that altitude, it was mostly snow. Although the rate of fall was moderate, at least 4...
Electric-analog simulation network of unconsolidated aquifers in the upper Wabash River basin, Indiana
James E. Heisel
1973, Water-Resources Investigations Report 73-29
The ground-water budget of the unconsolidated deposits in the upper Wabash River basin was modeled. An electrical-simulation network was used to determine an integrated storage coefficient of 0.003 for the basin. Two practical problems were investigated: a municipal pumping problem and the change in flow regime due to the addition...